| contributor author | Donald H. Gray | |
| contributor author | Talal Al‐Refeai | |
| date accessioned | 2017-05-08T20:34:19Z | |
| date available | 2017-05-08T20:34:19Z | |
| date copyright | August 1986 | |
| date issued | 1986 | |
| identifier other | %28asce%290733-9410%281986%29112%3A8%28804%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/19926 | |
| description abstract | Triaxial compression tests were run to compare the stress‐strain response of a sand reinforced with continuous, oriented fabric layers as opposed to randomly distributed, discrete fibers. The influence of various test parameters such as amount of reinforcement, confining stress, and inclusion modulus and surface friction were also investigated. Test results showed that both types of reinforcement improved strength, increased the axial strain at failure, and in most cases reduced post‐peak loss of strength. At very low strains | |
| publisher | American Society of Civil Engineers | |
| title | Behavior of Fabric‐Versus Fiber‐Reinforced Sand | |
| type | Journal Paper | |
| journal volume | 112 | |
| journal issue | 8 | |
| journal title | Journal of Geotechnical Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9410(1986)112:8(804) | |
| tree | Journal of Geotechnical Engineering:;1986:;Volume ( 112 ):;issue: 008 | |
| contenttype | Fulltext | |
